| 细集料粒径对沥青砂浆黏弹性参数影响程度的灰熵分析 |
| |
| 引用本文： | 应荣华,侯昭光,庞海峰.细集料粒径对沥青砂浆黏弹性参数影响程度的灰熵分析[J].重庆交通大学学报(自然科学版),2010,29(3):398-402. |
| |
| 作者姓名： | 应荣华 侯昭光 庞海峰 |
| |
| 作者单位： | 长沙理工大学交通运输工程学院,湖南,长沙,410004;辽宁省交通厅公路管理局,辽宁,沈阳,110005 |
| |
| 摘 要： | 对不同细集料粒径组成的沥青砂浆进行单轴压缩蠕变试验,用Burgers模型拟合蠕变试验结果,并通过灰熵法分析了细集料粒径对黏弹性参数的影响程度,以研究沥青砂浆的黏弹性特性。研究结果表明:1.18~2.36 mm档集料对黏弹性参数E1、E2、η2均产生显著的影响;小于0.075 mm档集料对4个黏弹性参数的影响程度都居于其次;2.36~4.75 mm档集料对参数η1的影响程度显著。
|
| 关 键 词： | 道路工程 沥青砂浆 细集料 蠕变试验 Burgers模型 影响程度 灰熵法 |
Influence of Fine Aggregate Particle Size on Viscoelastic Parameters of Asphalt Mortar by Gray Entropy Method |
| |
| YING Rong-hua,HOU Zhao-guang,PANG Hai-feng.Influence of Fine Aggregate Particle Size on Viscoelastic Parameters of Asphalt Mortar by Gray Entropy Method[J].Journal of Chongqing Jiaotong University,2010,29(3):398-402. |
| |
| Authors: | YING Rong-hua HOU Zhao-guang PANG Hai-feng |
| |
| Abstract: | Uni-axial compression creep test is carried out on asphalt mortar of different fine aggregate compositions,and the results of creep test are fitted by Burgers mode.Then the influence degree of fine aggregate particle size on viscoelastic parameters is analyzed by the gray entropy method,in order to make a preliminary study of the viscoelastic property of asphalt mortar.The results show that: the aggregates ranging from 1.18mm to 2.36mm exert significant influence on viscoelastic parameters E1,E2 andη2;the influence of aggregates smaller than 0.075mm on four viscoelastic parameters takes the second place;the aggregate ranging from 2.36mm to 4.75mm exerts significant influence on viscoelastic parametersη1. |
| |
| Keywords: | road engineering asphalt mortar fine aggregate creep test Burgers model influence degree gray entropy method |
| 本文献已被 维普 万方数据 等数据库收录！ |
|
